25' W18 X 50 13' W18 X 50 B 13' na W18 X 130 W18 X 97 W18 X 130
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The given frame is unbraced, and bending is about the x axis of each member. The axial dead load supported by column AB is 204 kips, and the axial live load is 408 kips. Fy = 50 ksi. Determine Kx for member AB. Use the stiffness reduction factor if possible.
a. Use LRFD.
b. Use ASD
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